[HTML][HTML] Beam-to-CFST column joints in steel-concrete composite buildings: a comprehensive review

HT Thai - Structures, 2024 - Elsevier
With structural and economic benefits, concrete filled steel tubular (CFST) columns have
been widely used in multistorey buildings in which the beam-to-column joints play an …

A review and analysis of testing and modeling practice of extended Hollo-Bolt blind bolt connections

M Cabrera, W Tizani, J Ninic - Journal of Constructional Steel Research, 2021 - Elsevier
Abstract Steel Hollow Sections (SHS) offer many structural, economical and architectural
advantages in multi-storey and high-rise construction. However, their use is not suitable for a …

[PDF][PDF] Numerical analysis of tilted angle shear connectors in steel-concrete composite systems

K Khorramian, S Maleki, M Shariati, A Jalali… - Steel Compos …, 2017 - researchgate.net
This study investigates numerically the behavior of tilted angle shear connectors embedded
in solid concrete slabs. Two different tilted angle connectors were used, titled angle with …

Behavior of high-strength friction-grip bolted shear connectors in sustainable composite beams

X Liu, MA Bradford, MSS Lee - Journal of Structural Engineering, 2015 - ascelibrary.org
Composite beams comprised of concrete slabs and steel beams joined by mechanical shear
connectors are commonly used in modern building design. The use of innovative …

[LIBRO][B] Concrete-filled tubular members and connections

XL Zhao, LH Han, H Lu - 2010 - taylorfrancis.com
Using steel and concrete together utilizes the beneficial material properties of both
elements. Concrete filled steel tubes represent a good example of a concrete-steel …

Behaviour of flush end plate joints to concrete-filled steel tubular columns

JF Wang, LH Han, B Uy - Journal of Constructional Steel Research, 2009 - Elsevier
This paper presents the results of an experimental program for bolted moment connection
joints of circular or square concrete filled steel tubular (CFST) columns, and H-shaped steel …

Experimental study of innovative bolted shear connectors in demountable cold-formed steel–concrete composite beams

A Ataei, SA Mahmoudy, M Zeynalian… - Thin-Walled …, 2023 - Elsevier
Although cold-formed steel (CFS) members have been widely used in structures, their
application is limited due to the buckling and instability of these members. To enhance their …

Experimental study of flush end plate beam-to-CFST column composite joints with deconstructable bolted shear connectors

A Ataei, MA Bradford, HR Valipour - Engineering structures, 2015 - Elsevier
This paper presents the results of static tests conducted on four full-scale flush end plate
semi-rigid beam-to-column joints in a novel deconstructable and sustainable structural …

Seismic response of extended end plate joints to concrete-filled steel tubular columns

J Wang, L Zhang, BF Spencer Jr - Engineering Structures, 2013 - Elsevier
This paper investigates the seismic behaviour of extended end plate connections to circular
or square concrete-filled steel tubular (CFST) columns using blind bolts. Both the end plate …

Experimental study of sustainable high strength steel flush end plate beam-to-column composite joints with deconstructable bolted shear connectors

A Ataei, MA Bradford, HR Valipour, X Liu - Engineering Structures, 2016 - Elsevier
The design of engineering structures for deconstructability can reduce the energy and cost
required for their demolition and for the disposal of their construction waste, and it also …